| 钢管塔新型十字插板节点板的有限元分析 |
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| 引用本文： | 秦慧琳. 钢管塔新型十字插板节点板的有限元分析[J]. 贵州电力技术, 2010, 0(9): 49-51 |
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| 作者姓名： | 秦慧琳 |
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| 作者单位： | 广东省电力设计研究院,广东广州510663 |
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| 摘 要： | 阐述了钢管塔中新型十字插板节点的力学原理，应用有限元软件ANSYS对某工程的新型十字插板节点进行了非线性数值分析，结果表明，新型十字节点板按传统的节点板设计是偏于不安全，建议在原来的设计方案上适当增加节点板的厚度，修改后的设计方案是安全合理的。
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| 关 键 词： | 钢管塔 节点板 ANSYS |
The finite element analysis for new type cross - gusset plate of steel tubular tower |
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| Qin Huilin. The finite element analysis for new type cross - gusset plate of steel tubular tower[J]. Guizhou Electric Power Technology, 2010, 0(9): 49-51 |
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| Authors: | Qin Huilin |
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| Affiliation: | Qin Huilin ( Guangdong Electric Power Design Institute, Guangzhou 510660, Guangdong, China ) |
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| Abstract: | In this paper, the principle of new type cross - gusset plate of steel tubular tower is expounded and the finite element analysis for new type cross - gusset plate is also explored with an engineering exampie. The results show that it＇ s not safe for the new type cross - gusset plate designed by traditional methods. In view of this, the thickness of new type cross - gusset plate should be increased properly on the traditional design, and final design is safe and rational. |
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| Keywords: | steel tubular tower gusset plate ANSYS |
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